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Study on Rock Bolt Reinforcement for a Gravity Dam Foundation

机译:重力坝基础锚杆加固研究

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摘要

In this article, the rock bolt reinforcement mechanism is discussed, and the gravity method as well as the finite element method for the bolted rock is presented. These methods are applied to study the gravity dam foundation of the Xiaoxi Hydropower Project, which is influenced by the presence of a large fault with a cracked zone over 180 m wide. Rock bolt reinforcement was used to improve the stability of the dam foundation, and the reinforcement parameters were determined from a semi-empirical equation controlled by in situ test. The stability analysis was conducted using the above methods, and the improvement in terms of deformation and stress as well as stability of the dam foundation due to the reinforcement is assessed. Rock bolt reinforcement was completed successfully, and the dam started normal operations in January 2008.
机译:本文讨论了锚杆加固的机理,提出了锚杆岩石的重力法和有限元法。这些方法被用于研究小溪水电站重力坝的基础,这受一个大断层的影响,裂缝的宽度超过180 m。采用锚杆加固来提高坝基的稳定性,并通过现场试验控制的半经验方程确定加固参数。使用上述方法进行了稳定性分析,并评估了由于钢筋而引起的坝基变形和应力以及稳定性的改善。锚杆加固成功完成,大坝于2008年1月开始正常运营。

著录项

  • 来源
    《Rock Mechanics and Rock Engineering》 |2012年第1期|p.75-87|共13页
  • 作者单位

    The State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, China;

    Hunan Province Hydro-Power Design Institute, Changsha, 410007, China;

    The State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, China;

    The State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, 430072, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Gravity dam; Rock foundation; Stability; Bolt reinforcement;

    机译:重力坝;岩基;稳定性;锚杆加固;

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